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STH RAMP STH 59 EB over LAND

Map 

Coordinates:
+43.02167, -87.92000
43°01'18" N, 87°55'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH RAMP STH 59 EB over LAND
Structure number:B40028600260000
Location:0.18 MI E JCT 9TH & MINER
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:49.9 ft. [15.2 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1969
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:3,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.1 tons [29.2 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201597.0Not deficientVery GoodGoodVery Good3200
April 201397.0Not deficientVery GoodExcellentVery Good3100
May 201194.0Not deficientGoodGoodSatisfactory3500
May 200993.4Not deficientGoodGoodGood5700
May 200793.4Not deficientGoodGoodGood5700
June 200594.1Not deficientGoodGoodGood3000
June 200394.1Not deficientGoodGoodGood3000
July 200280.0Not deficientGoodGoodGood73160
October 200194.2Not deficientGoodGoodGood2800
February 200194.2Not deficientVery GoodVery GoodGood2800
February 200095.3Not deficientVery GoodVery GoodVery Good2300
March 199895.3Not deficientVery GoodVery GoodVery Good2300
July 199695.3Not deficientVery GoodVery GoodVery Good2300
February 199695.3Not deficientVery GoodVery GoodVery Good2300
January 199595.3Not deficientVery GoodVery GoodVery Good2300
February 199495.3Not deficientVery GoodVery GoodVery Good2300
January 199395.3Not deficientVery GoodVery GoodVery Good2300
January 199295.3Not deficientVery GoodVery GoodVery Good2300